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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance 05 K K NAGAR KARVAND ROAD SHIRPUR DIST DHULE 425 405 | DHULE | MAHARASHTRA | 425405 | L1 | Admitted-Finance | ||
| 2 | L2₹2.4 Cr+₹8.3 L (3.61%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical Disqualified | ||
| 4 | Rejected-Technical | - | Rejected-Technical Disqualified | ||
| 5 | Rejected-Technical | - | Rejected-Technical Disqualified |
Tender Value
₹2.4 Cr
EMD Value
₹1.5 L
Closing Date
7 Jul 2026, 6:00 pmClosed
Executive Engineer,P.W.Division,Dhule
Executive Engineer,P.W.Division,Dhule
From Gartad upto Bagulnagar road (Improvemen to Gartad to Bagulnagar road MDR-105 Km.0/00 to 4/00 Tal.Sakri Dist.Dhule)
2026_PWR_1312507_1
Dhule/ETN_No.9/2026-27
Open Tender
Civil Works
Percentage
365 days
Sakri
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
₹1.5 L
Superintending Engineer,P.W.Circle Office,Dhule
14 Oct 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
1 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | - | Cubic Metre | - | - |
| 2 | Providing and constructing 50 milimetre thick Modified Penetration Macadam road surface including all mataerials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kilogramme per square metre, spreading 12 milimetre size chips compacting with static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 Etcetera complete. Including picking of existing Water Bound Macadam surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) | - | Square Metre | 1 | - |
| 3 | Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but including tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and Vibratory roller (Over Modified Penetration Macadam Surface) (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) | - | Square Metre | - | - |
| 4 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen at 0.98 Kilogramme per Square metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne Etcetera complete. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) | - | Square Metre | - | - |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | Cubic Metre | - | - |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. | - | Cubic Metre | 1 | - |
| 7 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering Etcetera complete. | - | Square Metre | - | - |
| 8 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Etcetera complete. | - | Cubic Metre | - | - |
| 9 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | - | Cubic Metre | - | - |
| 10 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 metre to 300 metre inclusive from the site of excavation to the site of deposition as directed. | 1 | Cubic Metre | 1 | ₹1 |
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1_Gartad_to_Bagulnagar_MDR_105_Km_0_to_4.pdf
Tender Documents • 4.12 MB
BOQ_2251062.xls
BOQ • 0.37 MB
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